Report (76) - \ 1C\Ck S ' c1\jW -` C%
PLAN 2626
BeamChek v2016 licensed to:
GB-3 Date:3/02/18
Selection 5-118x 16-112 GLB 24F V8 DF/DF Lu=0.0 Ft Lu @OH=0.0 Ft
Conditions NDS 2015,Overhang
Min Bearing Area R1=9.6 in2R2=14.0 in2 (1.5)DL Defl= 0.12 in.
Data Beam Span 12.5 ft Reaction 1 LL 3450# Reaction 2 LL 5014#
Beam Wt per ft 20.55# Reaction 1 TL 6268# Reaction 2 TL 9112#
Bm Wt Included 298# Maximum V 7431 # Overhang Length 2.0 ft
Max Moment 23578'# Max V(Reduced) 6275# Total Beam Length 14.5 ft
IL Max Defl L/240 TL Actual Defl L/664 OH TL Actual Defl L/402
LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/894
Attributes Section(ire) Shear(in2) TL Deft(In) LL Defl OH TL Deft OH LL Defl
Actual 232.55 84.56 0.23 0.10 -0.12 -0.05
Critical 117.89 39.22 0.63 0.42 0.20 0.13
Status OK OK OK OK OK OK
Ratio 51% 46% 36% 24% 60% 40%
Fb(psi) Fv(psi) E(psi x mil) Fel(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adjustments Cv Volume 1.000
-- _- __Cd Duration* -1-011----1.00---
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:463 Uniform TL: 820 =A (Uniform Ld on Backspan)
Point LL Point TL Distance Par Unif IL Par Unif TL Start End 1
1750 B=3192 8.0 463 K=820 (OH) 0 2.0
I Uniform Load A I K
Pt loads 11itl.
0
R1 =6268 R2=9112
BACKSPAN=12.5 FT OH=2 FT
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
PLAN 2626
BeamChek v2016 licensed to:
GB-4 Date:3/02/18
Selection (3)2x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=4.3 in' R2=4.3 in2 (1.5)DL Defl= 0.03 in
120 Beam Span 6.5 ft Reaction 1 LL 1505# Reaction 2 LL 1505#
Beam Wt per ft 12.3# Reaction 1 TL 2705# Reaction 2 TL 2705#
Bm Wt Included 80# Maximum V 2705#
Max Moment 4396'# Max V(Reduced) 1925#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 IL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 94.92 50.63 0.05 0.02
Critical 58.61 16.04 0.33 0.22
Status OK OK OK OK
Ratio 62% 32% 15% 10%
Fb(psi) Fv(psi) E(psi x mil) Fc..1_(psi)
Values Reference Values 900 180 1.6 625
Adlusted Values 900 180 1.6 625
Adjustments CF Size Factor 1.000
GdDuration ___ ._ 1,00.-...- 1.00_ _ . _.. _ _.—-----
Cr
_–_Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:463 Uniform TL: 820 =A
Uniform Load A
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R1 =2705 R2=2705
SPAN=6.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
PLAN 2626
BeamChek v2016 licensed to:
HEADER AT 3RD BAY Date:3/02/18
Selection 4x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=2.9 in2 R2=2.9 in2 (1.5)DL Defl= 0.04 in
Data Beam Span 8.0 ft Reaction 1 LL 1100# Reaction 2 LL 1100#
Beam Wt per ft 9.57# Reaction 1 TL 1798# Reaction 2 TL 1798#
Bm Wt Included 77# Maximum V 1798#
Max Moment 3597'# Max V(Reduced) 1377#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 73.83 39.38 0.07 0.04
Critical 43.59 11.47 0.40 0.27
Status OK OK OK OK
Ratio 59% 29% 19% 14%
Fb(psi) Fv(psi) E(psi x mil) Fc.i(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 990 180 1.6 625
Adjustments CF Size Factor 1.100
TCd—Duration----.w _1 } 1;00— ,
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:275 Uniform TL: 440 =A
Uniform Load A
R1 =1798 R2=1798
SPAN=8 FT
Uniform and partial uniform loads are lbs per lineal ft.
PLAN 2626
BeamChek v2016 licensed to:
GRAND FIREPLACE HEADER Date:3/02/18
Selection 5-1/8x 12 GLB 24F V4 DF/DF Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=4.2 in' R2=4.2 in2 (1.5)DL Defl= 0.02 in Recom Camber=0.03 in
Beam Span 6.5 ft Reaction 1 LL 1505# Reaction 2 LL 1505#
Beam Wt per ft 14.94# Reaction 1 TL 2714# Reaction 2 TL 2714#
Bm Wt Included 97# Maximum V 2714#
Max Moment 4410'# Max V(Reduced) 1879#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 123.00 61.50 0.03 0.01
Critical 22.05 11.74 0.33 0.22
Status OK OK OK OK
Ratio 18% 19% 9% 6%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
4c{justments Cv Volume 1.000
--Cd—Duration
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
loads Uniform LL:463 Uniform TL: 820 =A
Uniform Load A
R1 =2714 R2=2714
SPAN=6.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
PLAN 2626
BeamChek v2016 licensed to:.
GRAND FP CRAWLSPACE Date:3/02/18
Selection (3)2x 10 DF-L#2 Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=1.9 in2 R2=1.9 in2 (1.5)DL Defl= 0.13 in
flab Beam Span 14.5 ft Reaction 1 LL 870# Reaction 2 LL 870#
Beam Wt per ft 10.11 # Reaction 1 TL 1161 # Reaction 2 TL 1161 #
Bm Wt Included 147# Maximum V 1161 #
Max Moment 4208'# Max V(Reduced) 1037#
TL Max Deft L/240 TL Actual Defl L/462
LL Max Defl L/360 LL Actual Defl L/693
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 64.17 41.63 0.38 0.25
Critical 51.01 8.65 0.73 0.48
Status OK OK OK OK
Ratio 79% 21% 52% 52%
Fb(psi) Fv(psi) E(psi x mil) Ed_(psi)
Values Reference Values 900 180 1.6 625
Adiusted Values 990 180 1.6 625
Adlustments CF Size Factor 1.100
_ Cd-Duration --.1.,00_ -1.04 —
Ct Repetitive 1,00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 120 Uniform TL: 150 =A
Uniform Load A
R1 = 1161 R2= 1161
SPAN=14.5 FT
Uniform and partial uniform loads are lbs per lineal ft.